HomeMy WebLinkAboutEAGLE RIVER VALLEY RANCHETTES LT 20BEogle River
Vail
Y
Ranchettes
Loi' 20B
#050-225-28
Municipality of Anchorage
Community Development Department Page 1 of 2
On-Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP171223 PID Number: 050-223-28 El New ❑✓ Upgrade
Name:
EMMANUEL BARRON ABSORPTION FIELD
Address ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound
19050 TWENTY GRAND ROAD El Other
Phone (Number of Bedrooms Soil Rating Total depth from original grade
4 GPD/SF Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot Ft. Ft.
EAGLE RIVER VALLEY RANCHE 20B Fill added above original grade Gravel length
Township Range Section Ft. Ft.
Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES Ft. Ft.
To
Septic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches
p Station
Lift Ft2 Ft.
From Tank Field Tank Line
Well 100+ NA N/A N/A 50+ TANK E Septic 0 S.T.E.P. 0 Holding ❑Other
Manufacturer Capacity
ANCHORAGE 1250Gal.
Surface Water 100+ NA N/A N/A Material Number of compartments
Lot Line 33.9 NA N/A N/A STEEL 2
NA LIFT STATION
Foundation 6.4 NA N/A N/A Manufacturer Capacity
Gal.
Curtain Drain 50+ NA N/A N/A
Pump on level at Pump off level at High water alarm at
Remarks
in. in. in.
Pump make and model Electrical Inspections performed by
House to tank 3034 Tank to 3034
PIPE MATERIAL drainfield
Installer
DEAN'S CONSTRUCTION Drainfield CO/MT
Inspector Steve Eng / Pannone Engineering Services BENCH MARK (Assumed elevation) 704ft
Inspection 1t 08/11/17 2�d 03/01/18 Location and description
dates: _ HOUSE TRIM
3rd 4th
Engineer's Stamp
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL E��"`\\
kv
Date ..' u. �QS'i}k
Conditional Approval: 0. Q�. .•!f-.77,
01
*.. TH e\ *1
OF
r ••tteven . r5annope 000
61:-. CE 8149 ,,&.
943 .e„,-s ,3,.-47,,
Approve Date J S , 4a 10”•:r
Inspection Report_1-1-12.doc j jZ„a 1,.crQvi,t 4erA,..ek_o :. 4, i - ‘4. 1,„\ .\c_ v io.LY
•
/ / I 1
/ - I - ,
`"- - I - - - - �' ►'
TWENTY GRAND RD
— 4
RESERVE AREA BASED TRUE NORTH SCALE : 1'= 50'
G
ON AWWTS (NIC)
30LFx5.0'Wx0.5'E.D.,4.0'T.D.
�---2QB: ; —r , l -
f 1_ `o�` P CONNECTED TO
'`.� -33.9 'EXISTING CRIB
i --
r
_1695,t_
_-- 4�_ :41.8 _
/ //. ' — "R� - '' INSTALLED 1250G
�/I700" I ' / -'s — - � SEPTIC TANK N
//,/4i� /� ~� � - � 46R 19A
20A `i/ , / r SFD r I (72-70)
II/ )7051 •
f I
t
ti w w w W — —
— W — W I — —
1
SUBDIVISION SERVED BY PWS
DESIGN PARAMETERS A B
RESERVE SEPTIC SYSTEM (NIC)
Z NO. BEDROOM: 4(600 gpd) FC 3.8 8.6
-D TANK SIZE: 1500g ADVANTEX Ti 8.8 10.7
z a o PERC RATE: 16-30 MPI T2 16.7 15.7
D < SOIL RATING: 4.0 GPD/SF
``" u AREA RQD: 150 SF CO 32.0 40.9
0 SYS. TYPE: WIDE TRENCH 0.5'ED _W —w _ WATER LINE /
OG 699.5 MIN LENGTH: 30.0 LF WELL RADIUS
6.0
4.0 USE:
30.OLFx5.0'Wx0.5' E.D., 4.0' TD —ss —ss — NEW SEPTIC
TOTAL AREA: 150 SF
•,4, 1250gSEPTIC
TAANKK(N) 947 ABBREVIATIONS
TH TEST HOLE
(P) PROPOSED
PROFILE (E) EXISTING
SCALE 1"=10' FC FOUNDATION CLEANOUT
CO CLEAN OUT NO.
MT MONITOR TUBE NO.
TYP TYPICAL
LLC .' \ Dote
NOTES: PANNONE ENG SVC, ,���• 03/07/2018
RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 �� Scale
PHONE (907) 272-8218 FAX (907) 272-8211 4�.••
*�•0� j '.* 1" = 50'
•. .0101 •• ...... P.I.D. NO
EAGLE RIVER VALLEY RANCHETTES L20B isbe • 050-223-28
EMMANUEL BARRON ,�� �°Y°^ Ilan^ow° PERMIT NO.
DRAWN JRL 19050 TWENTY GRAND RD ', �•.,/QE in .;r OSP171223
�'� 0'� .•l' Sheet
SITE PLAN EAGLE RIVER, AK 99577 qp piN- 2 OF 2
MUNICIPALITY OF ANCHORAGE „f
On-Site Water & Wastewater Program
�,. PO Box 196650 4700 Elmore Road
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
http:/fwww.muni.org/onsite `
(Tar Uncnt
�NCN OR'VE
On-Site Wastewater Disposal System Permit
Permit Number: OSP171223 Effective Date: 8/11/2017
Work Type: SepticTank Upgrade Expiration Date: 8/11/2018
Tax Code Number: 05022328000 gj I l ( Li - `
Site Legal Address: EAGLE RIVER VALLEY RANCHETTES LT 20B G:0054
Site Mailing Address: 19050 TWENTY GRAND RD, Eagle River
Owner: BARRON EMMANUEL Lot Size in Sq Ft: 17955
Design Engineer: NORTH RIM ENGINEERING Total Bedrooms: 4
This permit is for the construction of:
❑ Disposal Field Q Septic Tank LI Holding Tank 0 Privy 0 Private Well 0 Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: ,/ Date: -' /1 I
Issued By: ' tiltk('A Date: 11 -20 11
MUNICIPALITY OF ANCHORAGE
E4141,7e4, ti,I
fr:97- 43-7994Community Development Department : Phone: 3
Development Services Divisionp9Q7-343-7997
On-Site Water & Wastewater Program • ��6 '.,
ON-SITE SEWER/VVELL PERMIT APPLICAT e
AU 1i l? l'
Parcell.D. oS.o-2Z3_ 28
*6 4
.�: ,---75•'c{
"
Property owner(s) /.3,�/2,e d A/ Day ph•.•• , • �
Mailing address / 7a SQ % -e /1,,_ E� er-►"d , 1d
Site address -SG
Legal description (Sub'd., Block & Lot) / / --4 ver- (A/e7 & 44(144 L2O
Legal description (Township, Range & Section)
Lot Size / 7 755 Sq. Ft. Number of Bedrooms ..Z' LI
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field ❑ Initial ❑ Single Family (SF)
(w/wo ADU)
Septic TankUpgrade '- Duplex (D) El
Holding Tank (❑ Renewal ❑
Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage ❑ •
THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property own r authorized agent)
Permit/Rush Fees: 216 — Waiver Fees:
Date of Payment: ?lit hi Date of Payment:
Receipt Number: O 71 D Receipt Number:
Permit No. osf 11 12.23 Waiver No.
Permit App_9-1-12.doc
hbTFIM �4�6
ENGINEERING MEMO
Steve Eng, PE, PH
(907)694-7028
SteveEngPE@gmaiLcom 4 Ci E -
Date: 8/11/17 Number of Pages: 4
To: MOA On-Site Services
Subject: Eagle River Valley Ranchettes Lot 20B
Septic Tank Failure-Raw Sewage Flowing On Ground
The subject property requires a new septic tank- Raw sewage flowing on the ground. Please
expedite a permit so the tank can be replaced. The existing seepage pit will remain. Please review
as soon as possible.
If there is need for additional information or clarification please give me a call.
Thanks-Steve-
\E TE- jM
ENGINEERING SteveEng.com Eagle River Valley Ranchettes, Lot 20B
SPECIFICATIONS & DESIGN GUIDELINES
4 ew. swat ti
Wastewater System Sizing: This is an existing/bedroom home. Most of the neighboring
lots are developed. The current septic tank has failed-the seepage pit still functions. These
lots are near a 1/2 acre and are served by the public water.No adverse impacts are expected
from tank replacement. The easements are depicted on the lot. The slope is indicated in the
area of the septic system. The owner requests a 1250 gallon replacement tank.
Specification Requirements: All components and work must comply with the
Municipality of Anchorage Specifications(AMC) & State of Alaska Drinking Water
Regulations and Wastewater Regulations.
• New 2- compartment, 1250 gallon septic tank. Watertight couplings on inlet& outlet.
• 5' minimum between the tank and bed. 10' to property lines.
• 4' of cover or insulation is required for tank; an equivalent of 1" insulation for
1' foot soil cover. Minimum of 2' soil with insulation. Tank& solid pipe must be
set on well compacted, stable soil.
• 4" diameter cleanouts with airtight caps are required 1' to 4' from foundation wall,
prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent
opposing cleanouts between the tank and the absorption field, not more than 10' from
the tank positioned to provide cleanout access towards the tank and towards the
absorption field.
• All cleanouts must extend to at least ground level.
• In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron.
• Insulation must be placed over any pipe installed under driveways or parking areas.
• Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789,
ABS ASTM D2661,
• Sewer Service Line is minimum 2% slope.
• Septic Tank to be pumped every two years or when required.
• Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal)
p* •
s ;49 '4 t.1k J!
I ....tom4. ...... •.•,,
4tit1/41/4644046.
._
VP * ven.W'.i�' S +,/
ROFEssio ,�•.
ip."
DESIGN NOTES:
1 . Existing Seepage Pit Remains In Place.
2. Sewer Service Line minimum 2% slope.
3. Replace Septic Tank/Decommission Old Tank Per UPC.
Connect New Tank To Existing Seepage Pit.
4. Lots Served by Public Water.
5. No Conflicts Within 200'.
6. Check Condition Of Sewer Service Line— Replace If Necessary.
New 1250 Gallon
Septic Tank w/DCO's
Decommission Old
Existing Septic Tank
eepage Pit PER UPC
Existing
ine
Twenty Grand Rd
5% Slope A\
Je Septic
Septic '. 5(\ Old
\ v-
""--- Tank
57. Slope
—'\Locate FCD
Or Replace
I
A Bdrm
1
57. c 'l
Slope
10' Utility Easement
NORTHRIM ��,�P��. y'+ EAGLE RIVER VALLEY 1 40'
.* •49m , RANCHETTES L❑T 20B DESIGN
ENGINEERING ¢?-,• •PO Box 770724 . 4:-.1"
t j LAYOUT
Eagle River, Alaska 99577 � % 1 WASTEWATER UPGRADE Date: :
907. 694. 7028 - '�� r� REPLACE SEPTIC TANK 8/11/1715121EET .F, 3
Foundation Cleanout
/ Tank Cleanouts
Fin ade Opposing Cleanouts Between Septic Tank & Trench
4 Foot Cover
or Equal
i— l _��..
1250 Gallon Steel To Seepage Pit
'Anchorage Tank'
Dr Equal
lid Pipe
Match Elevations To
DESIGN NOTES Existing FCO & Line
1. Use Existing Seepage Pit.
2, Septic Tank & Solid Pipe to be Placed on Compacted,
Stable Soil, Free from Boulders.
3, Sewer Service Line is Minimum 27. Slope & 3' Cover,
4. Water-Tight Couplings.
5. See Specification Sheet.
6. All Work To Conform to Municipality of Anchorage (AMC)
Requirements & Specifications.
7. Decommission Old Septic Tank Per UPC.
8. Check Condition Of Sewer Service Line. Replace And/Or Insulate If Necessary.
9. Locate FCD- Replace If Necessary.
41_ ,i
:;P. EAGLE RIVER VALLEY
IVORTNRIM *:(____4, i. �:.; �� .. * SEPTIC TANK PROFILE
ENGINEERINGRANCHETTES LUT 20B
PO Box 770724 ,. c
Eagle Rir�, Alaska 99577 -, �
907.694.7028 144 �`r� ? ' Del.:8/11/17rw" Br SE Sc°14' I' = 5 3 of 3
TANK REPLACEMENT
SE
HEALTH DEPARTMENT
327 EA~I~'s1'. ANCHORAGE, ALASKA 99501 2~i~'~-~. 1
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
ADDRESS
SEPTIC TANK: '
!
DISTANCE FROM WELL MATERIAL NUMBER OF
, COMPARTMENTS
INSIDE WIDTH
SEEPAGE
SYSTEM:~i~' SEEPAGE PIT-
NUMBER oEP,TS,,., 7'! OUPS,DED,AMETER '--- ORW,DTH 5:7' ,LENGTH f ?
/
LIQUID
DEPTh
· DEPTH
~'~")~ 'J') DISIANCE FROM WELL ~- ~ BUILDIN~FOUNDATION
TOTAL EFFECTIVE ABSORPTION AREA /WALL AREA] ~ ~ ~ SQ. FT.
FILE DRAIN FIELD:
DIS E FROM WELL //~ ~ TOTAL LENGTh
TA/ // J FOUNDATION .~'~[qEAREST L~T LINE
IN. TOTAL EFFECTIVE
ABS T~TJ~REA SQ. ET. LENGTH OF EACH LINE_
DEPTH: TO~,~ TILE TO FINISH GRADE ~
.... :' N TYPk,~/,~/~D /DEPTH
EOT LINE ~ NEAREST
SEWER LINE ~
DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE
DISTANCE FROM WATER
· BUILDING FOUNDATION. ~'~ SAMPLE .~'~ , NEAREST
SEPTIC SEEPAGE OTHER
, TANK ~ , SYSTEM *'~ . CESSPOOL
DISTANCES:
DIAGRAM OF SYSTEM
APPROVED
GRe~Er ANChOrAge ArEA BO~iUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
PERMIT NO.
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
INSTALLATION OF: SEPTIC TANK SEEPAGE PIT , DRAIN FIELD THE -
SOIL TEST RESULTS NOTE= THIS PERMIT IS NOT VALID WITHOUT ~OIL I'~ST
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION,
.. DRAIN FIELD
ALSO CON~IDER AREA WELLS.
SEEPAGE PIT
SEPTIC TANK SEEPAGE PIT ~ DRAIN FIELD
TO RIVER. LAKE, STREAM.
ff
~EEPAGE AREA SIZE TYPE
DIAGRAM OF SYSTEM
CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER A CHORAOE AREA OROUGH O [NANCE NO. 28-68
EO-016(3-75)
AND THAT THE ABOVE
· ,o.,-- HEALTH DEPARTMENT
1127 Eagle St. Anchorage, Ala~,a 99501 279-2511
SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT
RESIDENCE ADDRESS LOCATION OF INSTALLATION
APPLICATION T0 INSTALL: SEPTI~ TANK ~ ,SEEPAGE PIT ~ , DRAIN FIELD . OTHER
T0 SERVE THE FOLLOWING FACILITY
F,~,.c~ T.,OO . F-bI , TO BE INSTALLED BY f~'/~L~
"' I~f~'~~ANT,CmTEO OATE OF COaPLETm
PE~COLAT,O. TEST ~ESOLTS
8ELOW T~ BE FILLEO OUT aY HEALTH OEPARTMENT
THIS IS TO SERVE AS//J/~ ~'~'~"'~"~'/
DISTANCES:
, PERMIT TO INSTALL A
AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED
, SEPTIC TANK SIZE /C'~E)O TYPE f--~F'~'~/~ SEEPAGE AREA/~~'{ YPE
DIAGRAM OF SYSTEM
I certify
above described system is in accordance with said code.
that i am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28:68 and that the
APPLICANTS SIGNATURE
678g7e
•
•_ -� Municipality of Anchorage r
` - On-Site Water and Wastewater Program a M -I IAA f
(907) 343-7904 rNa„Caro,
ti
w
Certificate of On-Site Systems Approval a 6 9 L g 5”
Parcel I.D. 050-223-28 Expiration Date: W— l ( ( V
1. GENERAL INFORMATION
Complete legal description Eagle River Valley Ranchettes Lot 20B
Location (site address) 19050 Twenty Grand Road
Current Property owner(s) Emmanuel Barron Day phone
Mailing address 51 Miller Ave. Brighton, CO 80601
Real Estate Agent Day phone
2. TYPE OF DWELLING:
El Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well ❑ Individual El
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System Public Sewer ❑
WaiverNariance request for: Distance:
Received by: 10 ip a at Date: 14)48
COSA to be released to the engineer,unless otherwise requeste the engineer.
COSA Fee $ 52a/L Waiver Fee $ 9,.(5
3
Date of Payment �a I t\g Date of Payment
Receipt Number 009-0C) Cq Receipt Number (Y) DOG-
COSA# O`JC.12I oqq Waiver# 05V tg60O9-
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined
in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater
disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that
based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply
and/or wastewater disposal system is(are)in compliance with all applicable Municipal and State codes, ordinances,and regulations in effect at
the time of installation.
In conducting an adequacy test,I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA
guidelines and regulations.The reported results describe the performance of the system under the conditions encountered at the time of the test,
and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil
condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by the system.These conditions
are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future
performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty
for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed
above.
Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218
Address P.O. Box 100217, Anchorage Ak. 99510
Engineer's Printed Name Steven R Pannone Date 3/9/2018
4,-i OF ALAI 1l
/
6. DSD SIGNATURE �*: N ,\ •.* /�
X System#1 Approved for I bedrooms' l '.S'teven 'R. Pannone
��� g. CE-8149
System#2 Approved for bedrooms s•. •\,�,r
Disapproved 11 FROFEsS1J
Conditional a proval for bedrooms, with the following stipulations:
L-ek---ems I rrrwt w
ern
e �
Fi'e I4'1 if{-ec
3 2 cel y Ixii s , l-e
I—( e(� �S S i Z 60 r y tie � 01C,
f ny V odt`t'- Dov s 1-0 - i �C(d w 11( 't u v�P ( f 4-d b e
,ev' -!- o►� L( �3.Pd i 2 ' 01— g ''°fie
j a^'I t S -.,A wt. 1---1-ed co cw Pd kv S --r S 1-2-eW
By: V`t _ � Original Certificate Date: 3 -
lel `
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work. QP• OF ANC
7. ATTACHMENTS:
ON-SITE
COSA Checklist X Nitrate Advisory WRTFR ANS Z
Septic System Advisory Arsenic Advisory • WREWATER O:
Well Flow Advisory Other c FROGR°1
COSA blue sheet_r '- ' c
lOAA.F�fT SFR\I�c�S
If more than 1 septic system is on the lot:
COSA Checklist# 1 of 1
Structure served by this system 1
Certificate of On-Site Systems Approval Checklist
Legal Description: Eagle River Valley Ranchettes Lot 20B Parcel ID:050-223-28
A. WELL DATA
Well type Public If A, B, or C provide PWSID# Well Log (Y/N)
Date completed Sanitary seal (Y/N) Wires properly protected (Y/N)
Total depth ft. Cased to ft. Casing height(above ground) in.
FROM WELL LOG AT INSPECTION
Date of test
Static water level ft. ft.
Well production g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform colonies/100 mL Nitrate mg/L
Arsenic ug/L Date of sample: Collected by:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel Date installed 8/11/2017
Tank size 1250gal. Number of Compartments 2 Cleanouts (Y/N) Y
Foundation cleanout(Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) N/A
Date of pumping NEW Pumper N/A
C. ABSORPTION FIELD DATA
Date installed 8/10/1970 Soil rating (g.p.d./ft2 or ft2/bdrm) 125 sf/bdrm System type Seepage Pit
Length 8 ft. Width 19 ft. Gravel below pipe 6 ft.
Total depth 10.25 ft. Eff. absorption area 324* ft2 Monitoring tube Y Depression over field N
Date of adequacy test 3/8/2018 Results(Pass/Fail) PASS For 4 bedrooms
. Fluid depth in absorption field before test 8 in. Water added 600 gal. New depth 20 in.
Elapsed Time: 240 min. Final fluid depth 8 in. Absorption rate >= 600+ g.p.d.
N
Any rejuvenation treatment(past 12 mo.) (Y/N &type) If yes, give date
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N)
"Pump on" level at in. "Pump off' level at in. High water alarm level at in.
Datum Cycles tested Meets alarm&circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot 100+ On adjacent lots 100+
Absorption field on lot 100+ On adjacent lots 100+
Public sewer main 75+ Public sewer manhole/cleanout 100+
Sewer/septic service line 25+ Holding tank 100+
Animal containment areas 50+ Manure/animal excrete storage areas 100+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5+ Property line 5+ Absorption field 5+
Water main 10+ Water service line 10+ Surface water 100+
Wells on adjacent lots 200+
ABSORPTION FIELD ON LOT TO:
Property line 10+ Building foundation 10+ Water main 10+
Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 10+
Curtain drain 50+ Wells on adjacent lots 200+
F. COMMENTS
*FCO located inside foundation/crawl space. MOA records show 324 SF absorption area.
No evidence of 1977 upgrade. Running water dripping into crib @ start of test.-0.5GPM (720GPD)
G. ENGINEER'S CERTIFICATION ��OF ALA `i
•....A'�
I certify that I have determined through field inspections and A,lb.• • 77 v
review of Municipal records that the above systems are in 0*:49 TH 1\ ••*lt�
conformance with MOA COSA guidelines in effect on this date. li_______te00:111/
Engineer's Printed Name Steven Pannone 0• : j ••
Date 3/9/2018 + gf• CE-8149 \ 1
1i \```-�
COSA canary sheet_2-6-15.doc
Pannone Engineering Services tic
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail:steve@panengak.com
9 March 2018
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Eagle River Valley Ranchettes, Lot 20B
Number of Bedroom Waiver Request
Ladies and Gentlemen:
I am writing to request a waiver be granted for the drain field size for the number of bedrooms.
History
The septic system was constructed in the summer of 1970 for a three bedroom house. The septic system
consisted of a concrete single compartment Wallace tank and a seepage pit (crib) 19 feet long and eight
feet wide with two concrete rings, for a total absorption area of 324 sf. The system was approved by the
Health Authority on August 10, 1970. In April of 1977, a test was performed on the drain field and it was
rendered "failed". It was recommended that a 20' long by six foot effective depth drain field be installed
adjacent to the crib. A permit was issued for this upgrade on April 20, 1977. There is no record of this
upgrade trench being installed. An operation test was performed by Robert Schafer, P.E. in November of
1983. Mr. Schafer concluded that the system was able to absorb in excess of 600 gallons per day and the
system was functioning adequately. Mr. Schafer noted in September of 1985 on a Health Authority
Approval (HAA) request the in "Based on MoA records & adequacy test in 1977, 1983 we believe the
system to be upgraded I.A.W. MoA spec in 1977." The HAA was approved by your department on
September 17, 1985. On February 22, 2013, Mr. Ken Duffus, P.E. performed an adequacy test on this
system. He introduced 650 gallons of water into the system. Water levels rose 21 inches during the test
(approximately 31 gallons per inch) and absorbed all but 1.8" (55.8 gallons) of the water in 1320 minutes
or a rate of 63 minutes per inch. (Writers Note: at the measured rate, the remaining 1.8 inches would
have been absorbed in 113 minutes...lndicating the system is able to absorb greater than 600 gallons in
1440 minutes.) He noted on the COSA that there was "no evidence of the 1977 permit of 20' trench
extension was found during our inspection. 1977 permit does not indicate construction or inspection were
performed." I performed a visual inspection in July of 2017 and found the system to be dry. A new 1250
gallon septic tank was installed by Dean Construction and inspected by Steven Eng, P.E. in August of 2018.
Mailing: P.O. Box 1807, Palmer, AK 99645-1807
Physical: 4770 N. Doty Circle, Palmer, AK 99654
Telephone: (907) 745-8200 FAX: (907) 745-8201
Page 2 of 2
Testing
PES performed an Adequacy Test on March 8, 2018 in accordance with the January 23, 2018 adopted
Code. The Property Information Card indicates the house has four bedrooms. A 1250 gallon septic tank
was approved for installation in august of 2017. We performed the test for a four-bedroom house. At the
beginning of the test, the system was visually inspected and measurements made. PES noted a new 1250
gallon septic tank had been installed and that the house is unoccupied. PES noted that water was dripping
into the crib when we inspected the system. We estimated the flow at approximately 0.5 gpm (720 gpd).
We did not presoaked the drainfield due to the constant inflow of water from a leaking fixture in the
house. The water level in the monitor tube of the crib was measured to be 8 inches deep at the beginning
of the test. PES added 600 gallons of fresh water from the house's hose bib. Water levels were noted
during the induction of the required fresh water. The water levels in the crib rose 12 inches during the
induction of water at a rate of 6 gallons per minute. We monitored the system for 2 hours (240 minutes).
The water levels returned to the original 8 inches during the monitor period. This drain field is able to
accept greater than 600 gallons per day and if functioning adequately for four bedrooms.
Waiver Request
I am requesting a waiver be granted to approve this system for a four bedroom house. The new approved
tank is adequately sized for four bedrooms (1250 gallons). The original drainfield was sized at 324 sf. It is
unknown if the 1977 upgrade was installed or not. There is no evidence of its existence, other than the
system is functioning after 48 years adequately for a four bedroom house. The soils in the vicinity of this
property have been logged as good sands and gravel with a deep water table and no bedrock. There is
adequate room on this lot for an upgrade field based on 188 sf per bedroom for a conventional system
and 4 gpd/sf using an AWWTS that meet the current code. This system has been operating as a four
bedroom house for an unknown period of time with no apparent issues. It has passed three adequacy
tests absorbing greater than 600 gallons per day on each of those tests. In my opinion, this system will
continue to operate adequately for a four bedroom house for the foreseeable future, and there is room to
upgrade this system when the time comes. By granting this waiver, and approving this system for a four
bedroom house will not affect the future development of the surrounding or existing lots, nor endanger
the health and safety of the public.
If you have any questions or concerns, please contact me at 907.745-8200.
Sincerely,
•
4 TH tt*t
•
Stev
ti: ni
� en R.Pannone w
vi•
. gg 8149 ,D,
sssssss
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing: P.O. Box 1807, Palmer, AK 99645-1807
Physical: 4770 N. Doty Circle, Palmer, AK 99654
Telephone: (907) 745-8200 FAX: (907) 745-8201
MUNICIPALITY OF ANCHORAGE
DEPARTME~DF HEALTH AND ENVIRONMENTAL PROCTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Dat~~
Legal D,~ (include lot,' block_subdivision, section, township, range)
Location (add,=~ Or direction,)
(c) Applicant is (check one): Lending Insfit&on r-I; Owner/builder i-I; Buyer []; Other~/(e×plain); ~--~----~
c.
(d) Lencli.g Inst~ut~oo~~4-~ .~ ~ Telephone ~ ~- .~-,-~- --~ J
(e) Real E~,~ie Company and Agent ~'/~ ~'_~_.x.~-~
9~ddres~
~T p
(~HAA to the following address:
~ '2~ ~ OF RESIDENCE ' ! J t
Single-Family ~]~ Multi-Family I'-I Other
Nurnbe~ ol Bedrooms ~
WAr r.k SUPPLY
Ind~m:kJal Well r-I Community [] Public.J~
Note: If community well system, must have written confirmation from the State Department of Environ mental Conservation
al~ to the legality and status.
4. S~=WAGE DISPOSAL
Or, s~e,~ Public I-1 Community [] Holding Tank CI
No~e: If community well system, must have written confirmation from the State Department of Environmental Conservation
atte~ncj to the legality and status.
Page 1 et 2 72'd25~i'11/84)
ENGINEERING FIRM PROVIDIN SPECTIONS, TESTS, FILE SEARCH, A ND INFORMATION
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health r'
and/or wastewater
for the number of bedrooms and type of structure indicated herein, I further verify that based on the
from the Municipality of Anchorage files and from my investigation and inspection, the on-site wate~"su
wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on
Name of Firm
Address
Date
Telephone
DHEP APPROVAL /~ ~
..
Approved for ~b~drooms by
A, pproved / V ' Disapproved
Terms of Conditional Approval
Conditional
Date
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approva~ certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in ti~e State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements, Employees of DHEP do not conduct inspections or
analyze data before a certificate is issued, The Municipality of Anchorage is not responsible for errors or omissions in the
professional engineer's work,
Page 2 of 2
72-025 (11/84)
WELL DATA
Well Classification
MUNICIPALITY OF ANCHORAGE
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
264-4720
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
EN¥1RONMENTAL PROTECTION
,,,_P 0 9 lg8
,4
· Well Log Present (Y/N)
Total Depth Cased to
Static Water Level
Casing Height Above Ground
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line
Cleanout/Man hole
Water Sample Collected by
Water Sample Test Results
Comments ~ g,
If~A, B, C, D.E.C. Approved~[~FN)
Date Completed Yield
Depth of Grouting
j~_) / Pump Set At
- /~ Sanitary Seal on Casing (Y/N)
Depression Around Wellhead (Y/N)
~ 14' / ; On Adjoining Lots
~ ! ~ ; On Adjoining Lots
To Nearest Public Sewer
To Nearest Sewer Service Line on Lot
; Date
B. SEPTIC/I'I~'~ff~ TANK DATA
Date Installed ~]~-~
Standpipes~N) Air-tight Caps~'/N)
Depression over Tank (Y/~
Pumping/Maintenance Contract On File (Y/N)
Holding Tank High-Water Alarm (Y/N)
SeparatiOn Distances from Septic/l~ Tank:
To Water-Supply Well ~ ~.+
To Property LAne
To Water Main/Service Line I.~
Course
Size ~ No. of Compartments
Foundation Cleanoul/~N)
Date Last Pumped
I~' /A for
Temporary Holding Tank Permit
To Building Foundation I"Z-. '
To Disposal Field ~
To Stream, Pond, Lake, or Major Drainage
Comments
Page 1 of 2
72-026( 11/B4)
ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed ~ ~ / 0 -
Width of Field
Square Feet of Absorption Area
Depression over Field (Y/~.
Results of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well
To Building Foundation ~ ''~
Lot
To Water Main/Service Line L~,, ~ -i'
TO Stream/Pond/Lake/or Major Drainage Course
Gravel Bed Thickness (~' ~
/ Standpipes Present ~Z;'N)
Date of Last Adequacy Test
Type of System Design ~'~:~,4~
Length of Field /~ / ~
Depth of Field /'~'~
To Property Line /4---~' +-
To Existing or Abandoned System on
; On Adjoining Lots ~ *+
~.[~.
To Cutbank (if present)
To Driveway, Parking Area, or Vehicle Storage Area ~ t"~
Comments B~;~~r~-- ~,~/ ''~ ~ /'~.~'~---,~ J" ~/ ,~ ~'~-~--'?' ~;~J' / !///
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
Comments
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of ~his inspection.
Signe(;~:~ ~ =',r~II~/~RIN~ Date
~n?E~ ~K~ ~ MOA No.
Receipt ~;~~ ~
Date of Payment ~ ' ~-~ ~
Amount: $ ~,~O~
Page 2 of 2
72-026 (11/84}
DEPT. OF ENVIRONMENTAL CONSERVATION
/
ANCHORAGE/WESTERN DISTRICT OFFICE
437 "E" STREET, SUITE 303
ANCHORAGE, ALASKA 99501'
BILL SHEFFIELD, GOVERNOR
Addre~:
274-2533
To Whom it May Concern:
-~/~JTCF~v~-$ys~e~ ~s ~n compliance ,~,h the sta~e Drinking
Water Regulations
Sincerely,
~. ' * ~ APPLI~NT FILLS OUT UPPER'~AI~ ONLY
Property Owner ~0./~ [~<>",.d~_~/'"' "~ Phone
Address Zip Code
Address Zip Code
Type of Resi~nce
~ingle Family
Water Supply
~ Commun~tylndlvldual~
~ ~t A~ACH ~LL LOG. A w~l log is required for all wells drilled since June 1975.
For wells drilled prior lo that date, give well depth (attach log if available).
Sewer Dis ,osal
~dual Year Indiv~ual installed:
~ Public ~llity When Connected to Public Utility:
~ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESS NG CAN BE N T ATED
Time Time Time Time
Date Date Date Date
Inspector Inspsctor Inspector Inspector
Field
Notes:
--~ t--(... · ~' DEPT. OF HEALTH
{~)~ lO , ENVIRONMENTAL PP-OTECTIO~
Az:~*~.~.. OCT 2 ',- I~3
RECEI ED
(.,~) APPROVED BEDROOMS *CONDITIONS OF APPROVAL
( ) DISAPPROVED
( ) CON DITIO NAL_APPR~A L*
DATE ~ { - '~ ~ ~)
Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received
Well to Tank Septic Tank Size
ROBERTA. SHAFER
November 21, 1983
CIVIL ENGINEER
694-2979
ADEQUACY TEST
WATER AND SEWER INSPECTION
WELl. INSPECTIONS AN D
FI. OW TEST
Bob schwab
RLS Realty
6008 DeBarr Road
Anchorage, Alaska
99504
MUNICIPALITY OF ANCHORAGE "~' '",/.~c,', , ~ ~';'C:~C'r C
DEPT, OF -E/,LTtt &
ENv RONM2NTAL PROTECTION
Nov RECEIVED
RECE! E
Dear Mr. schwab,
REFERENCE: Lot 2OB; Eagle River Ranchettes
A sewer system adequacy test was performed on the system located
on the referenced property, as you requested. The septic tank was
_pumped and verified to have a capacity of 1000 callons. The
seepage pit was charged with 1000 gallons of fresh water and
after a period of 24 hours 614 gallons had percolated out of the
crib. It can be concluded from this test that the waste water
disposal system serving the three bedroom residence located on
this property is currently functioning ~adequatelv. However,
th~ system cannot be guaranteed against subsequent failure.
If we may be of further service, please do not hesitate to
·
, ~SHAFER, P.E.
cc: municipality of Anchorage
Department of Health and ,:nvironmental Protection
SRB 196X EAGLE RIVER, ALASKA 99577
':~-' --~ -November.3, 1983' [.'_ .... - '
Ron Bowe~-- .= ' - -'
Bo~ -202. -~
~.~[:::? ::~:'~..~s~i,~ ~o.~ 20~, ~agie ~ivlr ~nc~ei~es ~':]--~
'-;z.'?t-'-... Approval f~r'the.-indiv~d~a$ ~ewe~ and wa~er :~a~ie~rgannot
. f.":- '[lt. be ~ranted until the foliow{~g_ items have. ba~R- comPlet-ed~
.' ~.~, septic :ta,k pumped with
a~ r~efpt -su~itted%l.to' this
e a~:.~q~.'~e~'t'.-ne,dS-t~ ~ ~r~prmed on the exis~i-n~
- .- ' ~eaeh. ih~_ a~eai% ThiS--.~,sg'.'.will .d~.iermi~e. i'f ~h~
~ ddequate: ~co0rdihg tO Natio~a!-..~tanda~s~ ~ -A
' ' ".-~ ' -prl'va~e.~ firms pe~f0rming the t6st' is- ~'nc!o~dJ?-,~Thi~ ~po~t
'.~ ~eed~tO':~6e submitted to' this Office- for Our ~-eview,. .-
. , . -. .:~_.:.] .._- .. , - -
~ ..., ._. : ' ~ ~:~:. . ; . .. · '.. ~ .?, · j '~..,~ - .>-r.._-..:-,' -.-_-;.-':-:- '
'- -" noted di~cr~ancieS have. ~-~..~ed, If: there .~-any
~',:. i fur~er.:questionS, please' ~aI~- this office -at 26~4720. -
- - ' ~ · Sincerel~-- , .. -
.. A~t Sew~.r & '
, ._ ' .[,.- :.; -.)
1st Inspection:
DEPARTME
825
L
MUNICIPALITY OF ANCHORAG,~.~ ~C
HEALTH AND ENVIRONMENTAE~'ROTECTION
Street, Anchorage, Alaska 99501
279-2511, ext. 224, 225
Date Received: April 6, 1977
\£
Time 2:~0 ~.m. 2nd Inspection: Time
\/
Date ~Thursday Date
Inspector Pra/~ no one will meet you there,
REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES
Inspector _~ ~ ~____~_z~
but aware Qbf
appt.
1. Lending Institution Request: Spokane Mortgage Company
Mailing Address: 3201 C Street, Sui{e 250 Phone: 277'0543
2. Property Owner: Howard Mitchell
Mailing Address; Post Office Box 3-4114
Phone: 694-9626
Legal Description: Lot 20B Eagle River Valley Ranchettes
4. Single Family Residence: (x)
Multiple Family Residence: )
Number of Bedrooms:
Number of Bedrooms:
3
5. Well Data: Type Bell Utilities
Construction
Depth Well Log Filed
Bacterial Analysis
6. ( )
Sewage Disposal System:
Permit ~
Septic Tank Size
Absorption Area
On-site system (x)
Installed 1970 Installer
Manufacturer
Soils Rate Material
Public Utility
Distances: Well to Septic Tank
to Sewer Lines Nearest Lot Line
Absorption Area to Nearest Lot Line
to Absorption Area
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTIOI~
2510 East Tudor Road, Anchorage, Alaska 99504 276 732-1~
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER and WATER FACILITIES
Type of Inspection: CMRO VA
Property Owner: /L//(2 I/~ ~./~
Mailing Address: ~. D, ~OX
Mailing Address: ~;' -~ ~2} :'~~.' ~ Day Phone:
Name of Lending Institution:
Mailing Address: ~201 C 3.~,.:-}11 ~- Phone:
Name of Realtor or Agent: ~://F/{ ':
Mailing Address: ~ d ~:V('~,r '? Phone:
Legal Description: .~ (27'
Location:
Type of Facility to be Inspected:
Water Supply
Type of Supply:
FHA CONV
DayPhone: &¢zr/-- 9~/~
Public Utility.
If Individual, number of dwellings presently served
If Individual, depth of well
Sewage Disposal System
Type of System: Public Utility
If Individual, date of installation
72 003(3/76)
.Individual (on-site)
~_~EECUTIVE
ALTY
incorporated
JAMES ARNESEN
ASSOCIATE
2810 C. Street
Anch., Ak. 99503 Res. 243-1662
'P~ge Two
.., -' Department of Health and Environmental Protection
Request for Approval of Individual Sewer and Water Facilities
Legal Description: Lot 20B Eagle River Valley Ranchettes Subdivision
Comments:
Affadavit Attached:
Approved:
Disapproved
Letter Attached: ( )
Date:
Date:
Department Worksheet: ~-~0~ ~)~--7"
18, 1977
Mr. Howard Mltohe11
Post Offiae Box 3-4114
Anohoraqe, Alaska 99501
Subject: Lot 20B Eagle River Valley RanohettgS
The percolation test performed o~ your sewer syst~ failed
to meet the a~equaoy test.
Therefore, before wec&n ~ approval, you will nee~ to
upgrade your seepage area.
A twenty (20) ~oot trench with six (6) ~of gravel
below the drain pipe must be installe~~d~aoe~t to the
existing seepage area.
If~here are any further questions, please contact this
office at 279-2511,
Sincerely,
Robez~c C. Pratt~ R.S.
Sanitarian
RCP/lJh
extension 224 or 225.
oc: Spokane Mortgage
3201 C Street 99503
Executive Realty
% James Arnesen
2810 C Street
99503
GR£ATER ANCHOPAGE AREA BOROUGH
Department of Environmental Quality
3500 Tudor Road, Anchorage, Alaska 99507 279-8686
Date Recei,e
Time of Inspection
Date of Inspection
REQUE~ FOR ~PROVAL OF
I~IVIDUAL S~ER & WA~R ~CILITIES
F~
1. Approval Re~ested By: ~
5. Type of Facility.to be Inspected:
Number of Bedro~s:
6.. Well Data~ C~9~~ ~ ~~-~
A. T~e B. Depth
C. Construction D. Baeterial Analysis'
Sewage Disoosal System:
A. ~natalled '-'~-,
Co Septic Tank, 1. Size ~D~O 6al, 2. Manufacturer
O. Seepage Pit: 1. Size ~z/q~ 2. Uatedal 2
E. Disposal Fteld: Total Length of Ltnes
Distances:
A.
Well To: Septic Tank~, Absorption Area d ~--, Sewer Lines
· Nearest Lot Line ~ , Other Contamination ..... .
Foundation to Septic Tank_~ AbSorPtion Area ~ ~ I
Absorption Area to Nearest Lot Line ~.0"~
· Request for Approval of ivfdual
Page Two
9. Con~nents:
Sewer & Water Faoi
^poro Disapproved Date ~
/~/ . Approval Valid for One Year From Date SiGned
~Greater Anchorage'Area Borough, Department of Enviro~menta! Quslity
· DIAGRAM OF SYSTEM
! certify that the information contained in this request for appreval to be a t~ue
end accurate reorosentation of the sub.iect sewer and water facilities located at:
SigneO Date
Harch Z2, 1973
Veterans Administration
429 "U" Street
Anchorage, Alaska 99501
SU~£CT: Thomas J. Long, Lot 2OB, Eagle River Valley Ranchettes
Dear Strs:
The above subject property has been inspected by the Greater Anchorage
Area Borough Department of Environmental Quality for approval of the
water supply and sewage disposal system. The sewer system consists of
a one thousand gallon (1,000 gal.) concrete tank and an epproved
seepage area. Water is supplied via Bell Utilities which is an approved
water supply by this department. These systems should perform ade-
quately if they are properly maintained.
Very sincerely yours,
John R. Lee, R. S.
Eagle River Sanitarian
~f
cc: Spokane ~ortgage
eRCS.